A composite horizontal curve consisting of entry and exit transition curves of equal length and a central circular arc is to connect two straights on a new road, which intersect at a point I. The design speed for the road is 70 kph, the radius of the central circular arc is 510 m and the rate of change of radial acceleration is 0.30 m s-3. The through chainage of I is 3196.23 m and the deflection angle is 1017'46". The coordinates of point I are (596.39 mE, 622.45 mN) and the bearing from the entry tangent point T to point I is 10235'28". Pegs are to be placed on the centre line at exact 20 m multiples of through chainage. Calculate the through chainages and the coordinates of all the points that are to be set out on the curve.